Design of CFG-pile composite foundation under isolated foundation bearing eccentric compression

For the problems existed in equal bearing capacity design methods of CFG-pile composite foundation under isolated foundation bearing eccentric compression, a new design method called unequal bearing capacity design method is proposed. In this study, the theoretical derivation is employed to obtain the design formula of the CFG-pile composite foundation, and Examples are drawn to prove that the unequal bearing capacity design method is more superior than the traditional equal capacity design method.